An activated sludge system operates at a flow rate (Q) of 400 m³/day (and an HRT of 0.129 day) with an incoming BOD (So) of 300 mg/L. Through pilot plant work, the kinetic constants for this system are determined to be Y = 0.5 kg SS/kg BOD, Ks = 200 mg/L, and = 2/day. What mixed liquor concentration is necessary to attain a 95% BOD removal? What will the corresponding MCRT be?

Introduction to Chemical Engineering Thermodynamics
8th Edition
ISBN:9781259696527
Author:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Publisher:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Chapter1: Introduction
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An activated sludge system operates at a flow rate (Q) of 400 m³/day (and an HRT of
0.129 day) with an incoming BOD (S.) of 300 mg/L. Through pilot plant work, the kinetic
constants for this system are determined to be Y = 0.5 kg SS/kg BOD, Ks = 200 mg/L,
and u = 2/day. What mixed liquor concentration is necessary to attain a 95% BOD
removal? What will the corresponding MCRT be?
Transcribed Image Text:An activated sludge system operates at a flow rate (Q) of 400 m³/day (and an HRT of 0.129 day) with an incoming BOD (S.) of 300 mg/L. Through pilot plant work, the kinetic constants for this system are determined to be Y = 0.5 kg SS/kg BOD, Ks = 200 mg/L, and u = 2/day. What mixed liquor concentration is necessary to attain a 95% BOD removal? What will the corresponding MCRT be?
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